JPH0552238A - Vibration damping device - Google Patents

Vibration damping device

Info

Publication number
JPH0552238A
JPH0552238A JP3340714A JP34071491A JPH0552238A JP H0552238 A JPH0552238 A JP H0552238A JP 3340714 A JP3340714 A JP 3340714A JP 34071491 A JP34071491 A JP 34071491A JP H0552238 A JPH0552238 A JP H0552238A
Authority
JP
Japan
Prior art keywords
rollers
vibration
elastomer
roller
damping device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3340714A
Other languages
Japanese (ja)
Inventor
Teruo Sasaki
輝男 佐々木
Akemi Kawanabe
あけみ 川那辺
Hiromi Matsushita
裕臣 松下
Kazuhiro Fujisawa
一裕 藤澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Publication of JPH0552238A publication Critical patent/JPH0552238A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE:To develop the superior damping performance by eliminating the troubles of a variety of dampers without using an oil damper, frictional damper, hysteresis damper, etc. CONSTITUTION:A vibration attenuating device allows the kinetic energy generated in the case when a damped body 1 is shifted by a vibration input to be consumed and absorbs and suppresses the vibration of the damped body 1 by the energy loss. In this case, the damped body 1 arranged between the upper and lower part fixed bodies 10 and 11 is nipped by cylindrical rollers 8 and 9 through elastomers 2, 3, 5 and 7 from the upper and lower parts. Accordingly, when a variety of vibrations are inputted, each kinetic energy of the cylindrical rollers 8 and 9 is gradually consumed by the elastic deformation of the elastomers 2, 3, 5, and 7, when the cylindrical rollers 8 and 9 roll on the elastomers 2, 3, 5, and 7, and a variety of vibrations are attenuated by the energy loss.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は振動減衰装置に関し、詳
しくは、地震・風・交通振動・機械振動などの振動入力
により建築物や機器類などが移動する際に発生する運動
エネルギーを消費させてそのエネルギー損失でもって建
築物や機器類などの振動を吸収して抑制する振動減衰装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device, and more specifically, it consumes kinetic energy generated when a building or equipment moves due to vibration input such as earthquake, wind, traffic vibration, mechanical vibration, etc. The present invention relates to a vibration damping device that absorbs and suppresses vibrations of buildings and equipment due to the energy loss.

【0002】[0002]

【従来の技術】地震・風・交通振動・機械振動などの各
種振動から建築物や機器類などを保護する場合には免震
装置などの各種の振動抑制装置が使用される。例えば、
免震装置では、振動発生時、その入力振動数より充分低
い共振振動数を付与することにより建築物や機器類など
を保護しているが、この時、その振動を減衰させるもの
として、オイルダンパー、摩擦ダンパーや履歴ダンパー
などを併用するのが一般的である。このオイルダンパ
ー、摩擦ダンパーや履歴ダンパーなどの振動減衰装置
は、上述した免震装置で併用する以外にも、上記各種振
動による運動エネルギーを吸収する振動抑制装置として
単独で使用される場合もある。
2. Description of the Related Art Various types of vibration control devices such as seismic isolation devices are used to protect buildings and equipment from various vibrations such as earthquakes, winds, traffic vibrations and mechanical vibrations. For example,
When a vibration is generated, the seismic isolation device protects buildings and equipment by applying a resonance frequency that is sufficiently lower than the input frequency. At this time, the oil damper is used to damp that vibration. It is common to use a friction damper and a history damper together. The vibration damping device such as the oil damper, the friction damper, and the hysteresis damper may be used alone as a vibration suppressing device that absorbs kinetic energy due to the various vibrations described above, in addition to being used together with the above-described seismic isolation device.

【0003】[0003]

【発明が解決しようとする課題】ところで、上述した従
来の振動減衰装置として使用されるオイルダンパー、摩
擦ダンパーや履歴ダンパーではそれぞれ以下の問題があ
った。
The oil damper, the friction damper, and the hysteresis damper used as the conventional vibration damping device described above have the following problems, respectively.

【0004】オイルダンパーでは、オイルの温度依存性
により、使用される周囲の環境温度変化に対して抵抗力
が変化するため、その調整が非常に困難であり、また、
シリンダ構造によりオイル漏れなどが発生し易くてその
取り扱いが非常に不便であった。
[0004] In an oil damper, the resistance changes with respect to changes in the ambient environment temperature in which it is used, due to the temperature dependence of the oil, so it is extremely difficult to adjust it.
Due to the cylinder structure, oil leaks were likely to occur and handling thereof was extremely inconvenient.

【0005】また、摩擦ダンパーでは、静摩擦と動摩擦
との違いによりその静摩擦から動摩擦へ移行する瞬間に
急激に作動するためその作動状態が急激に変化する。こ
の急激な変化により、高い周波数の振動が入力された場
合と同様の状態となり、ダンパー自体やその周囲に高次
振動が発生し易いという問題があった。
Further, the friction damper operates abruptly at the moment when the static friction changes to the dynamic friction due to the difference between the static friction and the dynamic friction, so that the operating state changes abruptly. Due to this abrupt change, the same state as when high-frequency vibration is input occurs, and there is a problem that higher-order vibration is likely to occur in the damper itself and its surroundings.

【0006】更に、履歴ダンパーでは、材料の塑性変形
を利用しているため、その変形量を大きくとることが困
難であり、それにもかかわらず、反復使用を続けている
と経時的に破断や特性変化などの不具合が生じ易いとい
う問題があった。
Further, since the hysteresis damper utilizes the plastic deformation of the material, it is difficult to obtain a large amount of the deformation. There has been a problem that problems such as changes are likely to occur.

【0007】そこで、本発明は上記問題点に鑑みて提案
されたもので、その目的とするところは、上述したオイ
ルダンパー、摩擦ダンパーや履歴ダンパーを使用するこ
となくその各種ダンパーでの不具合を解消して良好な減
衰性能を発揮し得る振動減衰装置を提供することにあ
る。
Therefore, the present invention has been proposed in view of the above problems, and an object of the present invention is to solve the problems of the various dampers without using the oil damper, the friction damper, and the history damper described above. And to provide a vibration damping device capable of exhibiting good damping performance.

【0008】[0008]

【課題を解決するための手段】本発明における上記目的
を達成するための技術的手段は、被減衰体が振動入力に
より移動する際に発生する運動エネルギーを消費させて
そのエネルギー損失でもって被減衰体の振動を吸収抑制
する振動減衰装置において、上部固定体と下部固定体と
の間に配置された被減衰体を、その上下からエラストマ
ーを介して断面円形状コロで挟み込んだことである。
The technical means for achieving the above object of the present invention is to consume the kinetic energy generated when the object to be damped moves due to the vibration input and to be damped with the energy loss. In a vibration damping device that suppresses vibrations of the body, the attenuating body arranged between the upper fixed body and the lower fixed body is sandwiched by rollers having a circular cross section from above and below via an elastomer.

【0009】上記断面円形コロを複数列に並置し、その
すべてのコロが軸方向に沿って均一な径を有することが
望ましく、更に、そのうちの一部のコロが軸方向に沿っ
て部分的に大小異なる径を有することがより一層望まし
い。
It is desirable that the above-mentioned circular rollers having a circular cross section are juxtaposed in a plurality of rows, and all of the rollers have a uniform diameter along the axial direction. Further, some of the rollers are partially along the axial direction. It is even more desirable to have different sizes.

【0010】[0010]

【作用】本発明に係る振動減衰装置では、上部固定体と
下部固定体との間に配置された被減衰体を、その上下か
らエラストマーを介して断面円形状コロで挟み込んだこ
とにより、地震・風・交通振動・機械振動などの各種振
動の入力時、断面円形状コロがエラストマー上を転動す
ることによりそのエラストマーの粘弾性変形とそれと同
時に発生するエラストマーと断面円形状コロとの摩擦で
もって断面円形状コロの運動エネルギーが徐々に消費さ
れてそのエネルギー損失でもって上記各種振動が減衰す
る。この時、断面円形状コロが静止状態から転動開始す
る際には、まず、エラストマーが粘弾性変形した上で断
面円形状コロが転動することになるため、その初動が非
常に平滑であり、而も、その作動時に高次振動が発生す
ることもない。仮に、高次振動が入力されたとしてもエ
ラストマーがその振動を吸収してしまうので問題とはな
らない。また、材料に塑性変形などが発生しないため、
反復使用しても装置の破壊や特性の大きな変化などが生
じることもない。このように、従来のようなダンパーを
使用しないためその不具合を解消することができ、断面
円形状コロの転動とその転動によるエラストマーの粘弾
性変形とそれと同時に発生するエラストマーと断面円形
状コロとの摩擦でもって良好な減衰性能が発揮される。
In the vibration damping device according to the present invention, the damping object arranged between the upper fixed body and the lower fixed body is sandwiched between the upper and lower parts by the elastomer having the circular cross section, so that the earthquake When various types of vibration such as wind, traffic vibration, mechanical vibration, etc. are input, the roller with circular cross section rolls on the elastomer, causing viscoelastic deformation of the elastomer and the friction between the elastomer and the circular roller with cross section that occurs at the same time. Kinetic energy of the roller having a circular cross section is gradually consumed, and the various vibrations are attenuated by the energy loss. At this time, when the circular cross section roller starts rolling from a stationary state, first, the elastomer undergoes viscoelastic deformation and then the circular cross section roller rolls, so the initial motion is very smooth. Moreover, high-order vibration does not occur during its operation. Even if a higher-order vibration is input, the elastomer absorbs the vibration, so there is no problem. Also, because plastic deformation does not occur in the material,
Even if it is repeatedly used, the device will not be destroyed or the characteristics will not be greatly changed. As described above, since the conventional damper is not used, the problem can be solved. The rolling of the circular cross section roller, the viscoelastic deformation of the elastomer due to the rolling and the simultaneous occurrence of the elastomer and the circular cross section roller Good damping performance is achieved by friction with.

【0011】上記断面円形コロを複数列に並置し、その
すべてのコロが軸方向に沿って均一な径を有するもので
あれば、断面円形状コロの転動時、エラストマーと断面
円形状コロとの摩擦でもってコロの転動する運動エネル
ギーが消費された分がエネルギー損失となる。更に、そ
のうちの一部のコロが軸方向に沿って部分的に大小異な
る径を有するものであれば、コロとエラストマーとの接
触部分の増大に伴いエネルギー損失も増大する。
If the above-mentioned circular rollers having a circular cross section are juxtaposed in a plurality of rows, and all the rollers have a uniform diameter along the axial direction, when the circular roller having a circular cross section rolls, the elastomer and the circular roller having a circular cross section are rolled. The amount of kinetic energy that rolls by the friction of is consumed is energy loss. Furthermore, if some of the rollers have different diameters along the axial direction, the energy loss increases as the contact area between the rollers and the elastomer increases.

【0012】[0012]

【実施例】本発明に係る振動減衰装置の実施例を図1乃
至図11に示して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a vibration damping device according to the present invention will be described with reference to FIGS.

【0013】図1及び図2に示す実施例は後述する断面
円形状コロを被減衰体の上下で一段に積載して図中X矢
印方向の一次元方向運動に減衰性能を発揮する振動減衰
装置である。この振動減衰装置において、(1)は建築
物や機器類などの被減衰体〔或いはその一部〕で、その
上下面にシート状のエラストマー(2)(3)を貼着す
る。(4)は被減衰体(1)の上方に平行して対向配置
された鋼板などの平板状の上部加重板で、その下面にシ
ート状のエラストマー(5)を貼着する。(6)は被減
衰体(1)の下方に平行して対向配置された鋼板などの
平板状の下部加重板で、上部加重板(4)と同様、その
上面にシート状のエラストマー(7)を貼着する。尚、
エラストマー(2)(3)(5)(7)は、通常、温度
依存性の少ない天然ゴムやブタジエンゴム、シリコンゴ
ム等の圧縮永久歪みの少ない配合物が好ましいが、使用
条件により他の各種ゴム材料又はプラスチック等の樹脂
材料でもよい。(8)(9)は上部加重板(4)と被減
衰体(1)との間、及び、被減衰体(1)と下部加重板
(6)との間にそれぞれ介在された断面円形状である円
柱コロ〔以下、上部及び下部コロと称す〕で、各上部コ
ロ(8)及び各下部コロ(9)はそれぞれほぼ平行に配
列され、且つ、上部コロ(8)と下部コロ(9)はその
軸線方向が図中X方向と直交するY方向となるように配
置されている。尚、上部及び下部コロ(8)(9)の材
質は鉛直荷重に耐え得るものであればよく、例えば、金
属、コンクリート、セラミックス、硬質プラスチック、
FRP等が好ましい。上部及び下部コロ(8)(9)
は、上部加重板(4)と被減衰体(1)、及び、被減衰
体(1)と下部加重板(6)との各間にエラストマー
(5)(2)及び(3)(7)を介して挟圧される。エ
ラストマー(5)(2)及び(3)(7)の上部及び下
部コロ(8)(9)が当接する面が上部及び下部コロ
(8)(9)の転がり面となる。(10)(11)は所定位
置に固定配置された上部及び下部固定体、(12)は上部
固定体(10)と上部加重板(4)との間に鉛直方向に沿
って張設された上部ばねで、この上部ばね(12)で上部
加重板(4)を上方から下方へ向けて押圧する。(13)
は下部固定体(11)と下部加重板(6)との間に鉛直方
向に沿って張設された下部ばねで、この下部ばね(13)
で下部加重板(6)を下方から上方へ向けて押圧する。
この上部及び下部ばね(12)(13)による弾性力でもっ
て上部及び下部コロ(8)(9)はエラストマー(2)
(3)(5)(7)に沈み込んで所望の抵抗力が発現す
る。尚、その抵抗力は、上部固定体(10)と上部加重板
(4)との間隔、及び下部固定体(11)と下部加重板
(6)との間隔、或いは上部及び下部ばね(12)(13)
のばね定数を変更することにより調整することができ
る。上記ばねに限らず、コロがエラストマーに沈み込め
ば同様な抵抗力が生ずる。
The embodiment shown in FIGS. 1 and 2 is a vibration attenuating device for exhibiting a damping performance in a one-dimensional motion in the direction of the arrow X in the figure by stacking circular rollers having a circular cross-section, which will be described later, one above the other. Is. In this vibration damping device, (1) is an object to be damped [or a part thereof] such as buildings and equipment, and sheet-like elastomers (2) and (3) are attached to the upper and lower surfaces thereof. (4) is a flat plate-shaped upper weighting plate such as a steel plate that is arranged in parallel and facing above the body to be attenuated (1), and a sheet-shaped elastomer (5) is attached to the lower surface thereof. Reference numeral (6) is a flat lower loading plate such as a steel plate which is arranged in parallel below and facing the body to be damped (1), and like the upper loading plate (4), a sheet-like elastomer (7) is provided on the upper surface thereof. Affix. still,
Elastomers (2), (3), (5) and (7) are usually preferably compounds having a low compression set such as natural rubber, butadiene rubber, and silicone rubber, which have low temperature dependence, but other various rubbers depending on the use conditions. It may be a material or a resin material such as plastic. (8) and (9) are circular cross sections interposed between the upper weighted plate (4) and the attenuating body (1) and between the attenuating body (1) and the lower weighting plate (6), respectively. Each of the upper rollers (8) and the lower rollers (9) is arranged substantially parallel to each other, and the upper rollers (8) and the lower rollers (9) are cylindrical rollers (hereinafter referred to as upper and lower rollers). Are arranged so that the axial direction thereof is the Y direction orthogonal to the X direction in the drawing. The upper and lower rollers (8) and (9) may be made of any material as long as they can withstand a vertical load, such as metal, concrete, ceramics, hard plastic,
FRP and the like are preferred. Upper and lower rollers (8) (9)
Is an elastomer (5) (2) and (3) (7) between the upper weighted plate (4) and the attenuating body (1) and between the attenuating body (1) and the lower weighting plate (6). It is pinched via. The surfaces on which the upper and lower rollers (8) and (9) of the elastomers (5), (2) and (3) and (7) contact each other become rolling surfaces of the upper and lower rollers (8) and (9). (10) (11) is an upper and lower fixed body fixedly arranged at a predetermined position, and (12) is stretched between the upper fixed body (10) and the upper weight plate (4) along the vertical direction. With the upper spring, the upper weight plate (4) is pressed downward by the upper spring (12). (13)
Is a lower spring stretched between the lower fixed body (11) and the lower weight plate (6) along the vertical direction. The lower spring (13)
The lower weight plate (6) is pressed upward from below.
The elastic force of the upper and lower springs (12) and (13) causes the upper and lower rollers (8) and (9) to move to the elastomer (2).
(3) It sinks into (5) and (7) and a desired resistance is expressed. The resistance is determined by the distance between the upper fixed body (10) and the upper load plate (4), the distance between the lower fixed body (11) and the lower load plate (6), or the upper and lower springs (12). (13)
It can be adjusted by changing the spring constant of. Not only the springs described above, the same resistance is generated if the rollers sink into the elastomer.

【0014】上記構成からなる振動減衰装置では、地震
・風・交通振動・機械振動などの各種振動の発生時、図
中X方向の振動成分の入力により、エラストマー(2)
(3)及び(5)(7)上で上部及び下部コロ(8)
(9)がX方向に沿って転動する。この時、上部及び下
部コロ(8)(9)は、上部及び下部ばね(12)(13)
の弾性力によりその上下から押圧されているため、前述
したようにエラストマー(2)(3)及び(5)(7)
に沈み込んだ状態で移動しようとするので、そのエラス
トマー(2)(3)及び(5)(7)の粘弾性変形とそ
れと同時に発生するエラストマー(2)(3)及び
(5)(7)と上部及び下部コロ(8)(9)との摩擦
でもって発現する抵抗力により、上部及び下部コロ
(8)(9)の転動運動に対して摩擦減衰作用が発揮さ
れる。この時、上部及び下部コロ(8)(9)が静止状
態から転動開始する際には、まず、エラストマー(2)
(3)及び(5)(7)が粘弾性変形した上でその上部
及び下部コロ(8)(9)が転動することになるため、
その初動が非常に平滑であり、而も、その作動時に高次
振動が発生することもない。仮に、高次振動が入力され
たとしてもエラストマー(2)(3)及び(5)(7)
がその振動を吸収してしまうので問題とはならない。ま
た、材料に発生する塑性変形などが非常に小さいため、
反復使用しても装置の破壊や特性の大きな変化などが生
じることもない。更に、上部及び下部コロ(8)(9)
の転動方向にエラストマー(2)(3)及び(5)
(7)、上部及び下部加重板(4)(6)を延設すれば
振動振幅による制限はなくなる。以上にように上部及び
下部コロ(8)(9)の転動、この転動に伴うエラスト
マー(2)(3)及び(5)(7)の粘弾性変形とそれ
と同時に発生するエラストマー(2)(3)及び(5)
(7)と上部及び下部コロ(8)(9)との摩擦によ
り、上記振動がエネルギー損失でもって減衰して被減衰
体(1)は速やかに停止状態に保持される。尚、図示し
ないが、上部及び下部加重板(4)(6)は共にその図
中X方向に対してストッパ機構などにより移動しないよ
うに固定されている。
In the vibration damping device having the above structure, when various vibrations such as an earthquake, wind, traffic vibration, mechanical vibration, etc. are generated, the vibration component in the X direction in the figure is input to the elastomer (2).
Upper and lower rollers (8) on (3) and (5) (7)
(9) rolls along the X direction. At this time, the upper and lower rollers (8) (9) are connected to the upper and lower springs (12) (13).
Since it is pressed from above and below by the elastic force of the elastomer, as described above, the elastomers (2) (3) and (5) (7)
Since it tries to move in a state of being sunk in the elastomer, viscoelastic deformation of the elastomers (2), (3) and (5) and (7) and elastomers (2), (3) and (5) and (7) that occur at the same time The frictional damping action is exerted on the rolling motion of the upper and lower rollers (8) and (9) by the resistance force generated by the friction between the upper and lower rollers (8) and (9). At this time, when the upper and lower rollers (8) and (9) start rolling from a stationary state, first, the elastomer (2)
Since (3), (5) and (7) are viscoelastically deformed, the upper and lower rollers (8) and (9) are rolled,
Its initial motion is very smooth, and high-order vibration does not occur during its operation. Even if high-order vibration is input, the elastomers (2) (3) and (5) (7)
Does not pose a problem because it absorbs the vibration. Also, the plastic deformation that occurs in the material is very small,
Even if it is repeatedly used, the device will not be destroyed or the characteristics will not be greatly changed. Furthermore, upper and lower rollers (8) (9)
Elastomers (2) (3) and (5) in the rolling direction of
(7) If the upper and lower weighting plates (4) and (6) are extended, there is no limitation due to vibration amplitude. As described above, the rolling of the upper and lower rollers (8) and (9), the viscoelastic deformation of the elastomers (2), (3) and (5) (7) accompanying this rolling, and the elastomer (2) which occurs at the same time. (3) and (5)
Due to friction between (7) and the upper and lower rollers (8) and (9), the vibration is damped due to energy loss, and the attenuated body (1) is quickly held in a stopped state. Although not shown, both the upper and lower weight plates (4) and (6) are fixed by a stopper mechanism or the like so as not to move in the X direction in the figure.

【0015】上述したエラストマー(2)(3)及び
(5)(7)は上部及び下部コロ(8)(9)の上下に
配置されているが、上部及び下部コロ(8)(9)のい
ずれか一方の片側だけであっても上記と同様の減衰性能
が得られる。
The above-mentioned elastomers (2), (3) and (5) (7) are arranged above and below the upper and lower rollers (8) and (9). Even if only one of them is used, the same damping performance as described above can be obtained.

【0016】上述した図1及び図2に示す実施例では、
上部及び下部コロ(8)(9)を被減衰体(1)の上下
に一段ずつ積載した振動減衰装置について説明したが、
本発明ではコロを二段以上に積載してもよい。
In the embodiment shown in FIGS. 1 and 2 described above,
The vibration damping device in which the upper and lower rollers (8) and (9) are stacked one by one above and below the body (1) to be damped has been described.
In the present invention, the rollers may be stacked in two or more stages.

【0017】次に、コロを被減衰体(1)の上下で二段
ずつ積載した実施例を図3及び図4に示し説明する。
尚、図1及び図2の振動減衰装置と同一又は相当部分に
は同一参照符号を付して重複説明は省略する。
Next, an embodiment in which the rollers are stacked in two stages above and below the body to be attenuated (1) will be described with reference to FIGS. 3 and 4.
The same or corresponding parts as those of the vibration damping device of FIGS. 1 and 2 are designated by the same reference numerals, and a duplicate description will be omitted.

【0018】この振動減衰装置は、上部加重板(4)と
被減衰体(1)との間にコロ(14)(15)〔以下、第1
及び第2上部コロと称す〕を二段に配設すると共に、被
減衰体(1)と下部加重板(6)との間にコロ(16)
(17)〔以下、第1及び第2下部コロと称す〕を二段に
配設し、第1上部コロ(14)と第2上部コロ(15)、及
び、第1下部コロ(16)と第2下部コロ(17)とのなす
角度をそれぞれ90°に設定する。また、第1上部コロ
(14)と第2上部コロ(15)、及び、第1下部コロ(1
6)と第2下部コロ(17)との間に鋼板などの平板状の
上部及び下部中間加重板(18)(19)を平行に対向させ
て介設する。この上部及び下部中間加重板(18)(19)
の上下面には、シート状のエラストマー(20)(21)及
び(22)(23)を貼着し、第1及び第2上部コロ(14)
(15)、第1及び第2下部コロ(16)(17)の転動面を
形成する。
In this vibration damping device, rollers (14) (15) [hereinafter referred to as the first part] are provided between the upper load plate (4) and the body to be damped (1).
And a second upper roller] are arranged in two stages, and a roller (16) is provided between the attenuating body (1) and the lower weight plate (6).
(17) The first and second lower rollers (hereinafter referred to as “first and second lower rollers”) are arranged in two stages, and a first upper roller (14), a second upper roller (15), and a first lower roller (16) are provided. Set the angle with the second lower roller (17) to 90 °. Further, the first upper roller (14), the second upper roller (15), and the first lower roller (1
Plate-like upper and lower intermediate weighting plates (18, 19) such as steel plates are interposed between the 6) and the second lower roller (17) so as to face each other in parallel. The upper and lower intermediate weight plates (18) (19)
Sheet-shaped elastomers (20), (21), (22) and (23) are attached to the upper and lower surfaces of the first and second upper rollers (14).
(15) Form the rolling surfaces of the first and second lower rollers (16) (17).

【0019】上記振動減衰装置では、被減衰体(1)の
上下に第1及び第2上部コロ(14)(15)と第1及び第
2下部コロ(16)(17)とをそれぞれ直交させて配設し
たので、前述した図1及び図2の振動減衰装置における
X方向での振動減衰作用に加えて、第2上部及び下部コ
ロ(15)(17)によりY方向での振動減衰作用を発揮さ
せることができ、あらゆる方向での振動を速やかに減衰
させることができる。尚、図示しないが、上部及び下部
加重板(4)(6)は共にその図中XY方向に対してス
トッパ機構などにより移動しないように固定されてい
る。
In the above vibration damping device, the first and second upper rollers (14) and (15) and the first and second lower rollers (16) and (17) are vertically arranged above and below the body (1) to be damped. In addition to the vibration damping action in the X direction in the vibration damping device of FIGS. 1 and 2 described above, the vibration damping action in the Y direction is provided by the second upper and lower rollers (15) (17). It can be exerted, and vibrations in all directions can be quickly attenuated. Although not shown, both the upper and lower weight plates (4) and (6) are fixed by a stopper mechanism or the like so as not to move in the XY directions in the figure.

【0020】ここで、各実施例におけるコロ(8)
(9)(14)〜(17)を、各段ごとに図5に示すように
連結板(24)で回転自在に支持するようにすれば、コロ
(8)(9)(14)〜(17)での個々のコロの位置関係
が保持できて好適であり、更に、上記連結板(24)をコ
ロ(8)(9)(14)〜(17)の上下いずれかにある加
重板にその転がり方向に沿って滑動自在に連結すれば、
長期間の使用に対してもコロ(8)(9)(14)〜(1
7)の位置関係を正確に維持できて耐久性能の向上が図
れて好ましい。尚、上記連結板(24)は必ずしも必要で
はない。
Here, the roller (8) in each embodiment
If (9), (14) to (17) are rotatably supported by connecting plates (24) for each step as shown in FIG. 5, rollers (8), (9), (14) to (8) It is preferable because the positional relationship of the individual rollers in 17) can be maintained, and the connecting plate (24) can be used as a weighting plate above or below the rollers (8) (9) (14) to (17). If connected slidably along the rolling direction,
Coro (8) (9) (14) ~ (1
It is preferable that the positional relationship of 7) can be maintained accurately and the durability performance can be improved. The connecting plate (24) is not always necessary.

【0021】更に、上述したエラストマーは鉛直荷重を
長期間受けていると、その部分がクリープを起こして凹
みが発生する。この現象は振動入力を受けた時のトリガ
の役目を果たすが、同時に大きな振動入力を受けた時に
コロ(8)〔(9)(14)〜(17)〕が隣接するクリー
プによる凹みに落ち込み、上下振動が発生することにな
る。そこで、これを防止するため、図6に示すようにコ
ロ(8)〔(9)(14)〜(17)〕の配列ピッチa、
b、c、d、eが異なる〔好ましくはa≠b≠c≠d≠
e〕ように設定すればよい。このようにすれば、すべて
のコロ(8)〔(9)(14)〜(17)〕がクリープによ
る凹みに同時に落ち込むことを未然に回避できる。
Furthermore, when the above-mentioned elastomer is subjected to a vertical load for a long period of time, that portion will creep and a dent will occur. This phenomenon acts as a trigger when a vibration input is received, but when a large vibration input is received at the same time, the roller (8) [(9) (14) to (17)] falls into the recess due to the adjacent creep, Vertical vibration will occur. Therefore, in order to prevent this, as shown in FIG. 6, the arrangement pitch a of the rollers (8) [(9) (14) to (17)],
b, c, d and e are different [preferably a ≠ b ≠ c ≠ d ≠
e] may be set as follows. By doing so, it is possible to prevent all the rollers (8) [(9), (14) to (17)] from simultaneously falling into the dent due to creep.

【0022】また、コロ(8)〔(9)(14)〜(1
7)〕の配列方向を転がり方向に対して傾けることによ
っても凹みへの落ち込みによる上下振動の発生を防止す
ることが可能である。この時、図7に示すように転がり
方向に対して逆方向で同一角度だけ傾いた二本のコロ
〔図では(8a)(8b)で示す〕を一対とする必要があ
り、より好ましくは上述した二本のコロ(8a)(8b)を
二対〔図では(8a)(8b)と(8c)(8d)で示す〕で1
セットとすることにより、良好な直進性並びに振動減衰
性〔大きな抵抗反力〕が得られる。即ち、図8に示すよ
うに転がり方向に対して逆方向で同一角度αだけ傾いた
二本のコロ(8a)(8b)において、転がり方向に変位D
が作用したとすると、コロ(8a)(8b)にはその傾斜角
αに対応した変位Da、Dbがそれぞれ逆方向に発生する
が、上記コロ(8a)と(8b)は連結板(24)〔図5参
照〕で連結されているため、この変位Da、Dbだけコロ
(8a)(8b)とエラストマーとの間で滑りが発生しこれ
が減衰力として作用する。尚、上述した傾斜角αは45°
程度まで可能であるが、抵抗力が大き過ぎる点、及び不
安定である点から30°以下が好適である。より実用的に
は10°以下が適切である。
Further, the roller (8) [(9) (14) to (1
It is also possible to prevent the vertical vibration due to the depression into the depression by tilting the arrangement direction of 7)] with respect to the rolling direction. At this time, as shown in FIG. 7, it is necessary to make a pair of two rollers (indicated by (8a) and (8b) in the figure) that are inclined in the opposite direction to the rolling direction by the same angle, and more preferably Two pairs of two rollers (8a) and (8b) [shown as (8a) (8b) and (8c) (8d) in the figure] 1
By setting it as a set, good straightness and vibration damping (large resistance reaction force) can be obtained. That is, as shown in FIG. 8, the two rollers (8a) and (8b) inclined in the opposite direction to the rolling direction by the same angle α are displaced in the rolling direction D
, The displacements Da and Db corresponding to the inclination angle α of the rollers (8a) and (8b) are generated in the opposite directions, but the rollers (8a) and (8b) are connected to the connecting plate (24). Since they are connected by [see FIG. 5], slippage occurs between the rollers (8a) and (8b) and the elastomer by the displacements Da and Db, and this acts as a damping force. The above-mentioned inclination angle α is 45 °
Although it is possible to some extent, 30 ° or less is preferable from the point that the resistance force is too large and the point that it is unstable. More practically, 10 ° or less is appropriate.

【0023】更に、上述した各実施例では、すべてのコ
ロ(8)〔(9)(14)〜(17)〕が軸方向に沿って均
一な径を有するものについて説明したが、このようにす
べてのコロ(8)〔(9)(14)〜(17)〕が軸方向に
沿って均一な径を有しなければならない必要はない。従
って、図9の(a)〜(c)に示すようにそのうちの一
部のコロ(8)〔(9)(14)〜(17)〕が軸方向に沿
って部分的に大小異なる径を有するものであってもよ
い。
Further, in each of the above-mentioned embodiments, all the rollers (8) [(9) (14)-(17)] have the uniform diameter along the axial direction. It is not necessary that all rollers (8) [(9) (14)-(17)] have a uniform diameter along the axial direction. Therefore, as shown in FIGS. 9 (a) to 9 (c), some of the rollers (8) [(9) (14) to (17)] have different diameters partially along the axial direction. You may have.

【0024】具体的には、例えば、図9の(a)に示す
ように軸方向に沿って小刻みに径が大小異なるようにし
た場合、図9の(b)に示すように軸方向に沿って所定
の幅で大径部分(ア)と小径部分(イ)を交互に配置す
るようにした場合、図9の(c)に示すように軸方向に
沿って径が連続的に増減する曲面を持つ大径部分(ア)
と小径部分(イ)とを交互に配置するようにした場合な
どがある。このようなコロ(8)〔(9)(14)〜(1
7)〕では、JIS A形の硬度 50°〜 90°のエラストマー
を使用した場合、小径部分の直径をφRとすると、大径
部分の直径rを、φR≦r≦φ1.12Rの範囲とすること
が好ましい。この範囲内であれば、コロとエラストマー
が荷重を受けた時にエラストマーの弾性変形により、コ
ロの小径部分もエラストマーに完全に接触して受圧する
ことになる。
Specifically, for example, when the diameters are made small and small in small increments along the axial direction as shown in FIG. 9 (a), as shown in FIG. 9 (b), along the axial direction. When the large-diameter portion (a) and the small-diameter portion (a) are alternately arranged with a predetermined width, the curved surface whose diameter continuously increases and decreases along the axial direction as shown in (c) of FIG. Large diameter part with
In some cases, and the small diameter portion (a) are arranged alternately. Such rollers (8) [(9) (14) ~ (1
7)], when a JIS A type elastomer having a hardness of 50 ° to 90 ° is used, and the diameter of the small diameter portion is φR, the diameter r of the large diameter portion is in the range of φR ≦ r ≦ φ1.12R. Preferably. Within this range, due to elastic deformation of the elastomer when the roller and the elastomer receive a load, the small-diameter portion of the roller also comes into complete contact with the elastomer to receive pressure.

【0025】このようにしたコロ(8)〔(9)(14)
〜(17)〕では、軸方向に沿って均一な径を有するもの
に比べ、コロとエラストマーとの接触面積が大きくな
る。即ち、コロ(8)〔(9)(14)〜(17)〕の転動
時、コロとエラストマーとの間に生じた摩擦によってコ
ロの転動する運動エネルギーが消費された分がエネルギ
ー損失となるが、コロとエラストマーとの接触面積の増
大に伴いエネルギー損失も増大する。従って、エネルギ
ー減衰性が高くなってより一層良好な減衰性能が得られ
る。
The roller (8) [(9) (14) thus formed
In (17)], the contact area between the roller and the elastomer is larger than that of the one having a uniform diameter along the axial direction. That is, when the roller (8) [(9) (14) to (17)] rolls, the kinetic energy of the rolling of the roller is consumed due to the friction generated between the roller and the elastomer, resulting in energy loss. However, the energy loss increases as the contact area between the roller and the elastomer increases. Therefore, the energy attenuating property is increased, and a better attenuating performance can be obtained.

【0026】尚、以上の説明した実施例では、円柱コロ
を使用した場合について説明したが、本発明はこれに限
定されることなく、例えば、図10及び図11に示すような
断面円形状である円錐コロを使用することも可能であ
る。
In the embodiment described above, the case where the cylindrical roller is used has been described, but the present invention is not limited to this, and for example, a circular cross section as shown in FIGS. 10 and 11 is used. It is also possible to use a conical roller.

【0027】図10及び図11に示す実施例は円錐コロを被
減衰体の上下に放射状に配列させて回転方向で減衰性能
を発揮する振動減衰装置であり、図1及び図2の振動減
衰装置と同一又は相当部分には同一参照符号を付して重
複説明する。
The embodiment shown in FIGS. 10 and 11 is a vibration damping device which radially arranges conical rollers above and below the body to be damped to exhibit damping performance in the rotational direction. The same or corresponding parts are designated by the same reference numerals and redundant description will be given.

【0028】この実施例での相違点は、前述の実施例で
の円柱状の上部及び下部コロ(8)(9)の代わりに円
錐状の上部及び下部コロ(25)(26)を使用したことに
ある。具体的には、この上部及び下部コロ(25)(26)
はテーパ状をしており、水平面内で放射状に連結されて
配置される。即ち、上部及び下部コロ(25)(26)は、
同心状に配置された大径のリング状連結板(27)と小径
のリング状連結板(28)により放射状配置された状態で
回転自在に支持される。この上部及び下部コロ(25)
(26)の転動面は、被減衰体(1)の上面及び下面に円
錐状及び逆円錐状加重板(29)(30)を別体又は一体に
設置し、その加重板(29)(30)の上面及び下面にエラ
ストマー(31)(32)を貼着すると共に、上部加重板
(4)の下面及び下部加重板(6)の上面に逆円錐状加
重板(33)及び円錐状加重板(34)を別体又は一体に設
置し、その加重板(33)(34)の下面及び上面にエラス
トマー(35)(36)を貼着することにより形成される。
The difference in this embodiment is that conical upper and lower rollers (25) (26) are used instead of the cylindrical upper and lower rollers (8) (9) in the above-mentioned embodiment. Especially. Specifically, the upper and lower rollers (25) (26)
Have a tapered shape and are arranged so as to be connected radially in a horizontal plane. That is, the upper and lower rollers (25) (26)
It is rotatably supported in a radially arranged state by a large-diameter ring-shaped connecting plate (27) and a small-diameter ring-shaped connecting plate (28) arranged concentrically. Upper and lower rollers (25)
For the rolling surface of (26), conical and inverted conical weighting plates (29) and (30) are separately or integrally installed on the upper surface and the lower surface of the body to be damped (1), and the weighting plate (29) ( Elastomers (31) (32) are attached to the upper and lower surfaces of (30), and an inverted conical weighting plate (33) and a conical weighting are applied to the lower surface of the upper weighting plate (4) and the upper surface of the lower weighting plate (6). The plate (34) is installed separately or integrally, and the elastomer (35) (36) is attached to the lower and upper surfaces of the weighting plates (33) (34).

【0029】この振動減衰装置では、水平回転方向θで
の振動が入力されると、上部及び下部コロ(25)(26)
がそのコロ配列中心点Oを回転中心としてエラストマー
(31)(32)及び(35)(36)上で転動する。この時、
前述した実施例と同様、この上部及び下部コロ(25)
(26)の転動とその転動によるエラストマー(31)(3
2)及び(35)(36)の粘弾性変形とそれと同時に発生
するエラストマー(31)(32)及び(35)(36)と上部
及び下部コロ(25)(26)との摩擦でもって発現する抵
抗力により、回転方向θの振動がエネルギー損失でもっ
て減衰して被減衰体(1)は速やかに停止状態に保持さ
れる。尚、図示しないが、上部及び下部加重板(4)
(6)は共にその回転方向θに対してストッパ機構など
により移動しないように固定されている。
In this vibration damping device, when vibration in the horizontal rotation direction θ is input, the upper and lower rollers (25) (26)
Rolls on the elastomers (31) (32) and (35) (36) with the center point O of the roller arrangement as the center of rotation. At this time,
Similar to the above-mentioned embodiment, the upper and lower rollers (25)
Rolling of (26) and elastomer due to the rolling (31) (3
2) and (35) (36) due to viscoelastic deformation and simultaneously with the friction between the elastomers (31) (32) and (35) (36) and the upper and lower rollers (25) (26) Due to the resistance force, the vibration in the rotation direction θ is attenuated by energy loss, and the attenuated body (1) is quickly held in the stopped state. Although not shown, the upper and lower weight plates (4)
Both (6) and (6) are fixed by a stopper mechanism or the like so as not to move in the rotation direction θ.

【0030】尚、図10及び図11に示す実施例での円錐コ
ロについて、前述したように軸方向に部分的に大小異な
る径を有するコロを一部に適用することも可能である。
Incidentally, as the conical roller in the embodiment shown in FIGS. 10 and 11, it is also possible to partially apply a roller having different diameters in the axial direction as described above.

【0031】[0031]

【発明の効果】本発明に係る振動減衰装置によれば、上
部固定体と下部固定体との間に配置された被減衰体を、
その上下からエラストマーを介して断面円形状コロで挟
み込んだことにより、各種振動の入力時、断面円形状コ
ロがエラストマー上を転動することによりそのエラスト
マーの粘弾性変形とそれと同時に発生するエラストマー
と断面円形状コロとの摩擦でもって断面円形状コロの運
動エネルギーが徐々に消費されてそのエネルギー損失で
もって各種振動を速やかに減衰させることができる。こ
のように、断面円形状コロの初動が非常に平滑であり、
その作動時に高次振動が発生せず、仮に、高次振動が入
力されてもエラストマーが振動を吸収してしまうので問
題とはならない。また、材料に発生する塑性変形などが
非常に小さいため、反復使用しても装置の破壊や特性の
大きな変化などが生じることもない。このように、従来
のようなダンパーを使用しないためその不具合を解消す
ることができ、断面円形状コロの転動とその転動による
エラストマーの粘弾性変形とそれと同時に発生するエラ
ストマーと断面円形状コロとの摩擦でもって良好な減衰
性能が発揮される実用的価値大なる振動減衰装置を提供
することができる。
According to the vibration damping device of the present invention, the damping body disposed between the upper fixed body and the lower fixed body is
By sandwiching it from above and below with a roller with a circular cross section through an elastomer, when various vibrations are input, the circular roller with a circular cross section rolls on the elastomer, causing viscoelastic deformation of the elastomer and the elastomer and the cross section that occur at the same time. Friction with the circular roller gradually consumes the kinetic energy of the circular roller in cross section, and the various vibrations can be quickly attenuated by the energy loss. In this way, the initial movement of the circular cross section roller is very smooth,
High-order vibration does not occur during its operation, and even if high-order vibration is input, the elastomer absorbs the vibration, so there is no problem. Further, since the plastic deformation generated in the material is extremely small, the device will not be broken or the characteristics will not be greatly changed even if it is repeatedly used. As described above, since the conventional damper is not used, the problem can be solved. The rolling of the circular cross section roller, the viscoelastic deformation of the elastomer due to the rolling and the simultaneous occurrence of the elastomer and the circular cross section roller It is possible to provide a vibration damping device of great practical value that exhibits good damping performance due to friction with.

【0032】また、軸方向に部分的に大小異なる径を有
する断面円形コロを一部に使用すれば、コロとエラスト
マーとの接触面積の増大によりエネルギー損失も増大す
るので、エネルギー減衰性が高くなり、より一層良好な
減衰性能を発揮する振動減衰装置となる。
Further, if a circular roller having a circular cross section, which has different diameters in the axial direction, is partially used, the energy loss is increased due to an increase in the contact area between the roller and the elastomer, and the energy damping property is increased. The vibration damping device exhibits even better damping performance.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る振動減衰装置の第1の実施例を示
す正面図
FIG. 1 is a front view showing a first embodiment of a vibration damping device according to the present invention.

【図2】図1のI−I線に沿う断面図FIG. 2 is a sectional view taken along the line II of FIG.

【図3】本発明の第2の実施例を示す正面図FIG. 3 is a front view showing a second embodiment of the present invention.

【図4】図3のII−II線に沿う断面図FIG. 4 is a sectional view taken along line II-II in FIG.

【図5】断面円形状コロを支持した連結板を示す正面図FIG. 5 is a front view showing a connecting plate supporting a roller having a circular cross section.

【図6】断面円形状コロの配列ピッチを異ならせた状態
を示す平面図
FIG. 6 is a plan view showing a state in which the array pitch of circular cross-section rollers is different.

【図7】断面円形状コロの配列方向を傾けた状態を示す
平面図
FIG. 7 is a plan view showing a state in which the array direction of circular cross-section rollers is tilted.

【図8】図7の一対の断面円形状コロを示す拡大平面図FIG. 8 is an enlarged plan view showing a pair of circular cross-section rollers of FIG.

【図9】(a)(b)(c)は軸方向に部分的に大小異
なる径を有する断面円形コロの具体的な三例を示す拡大
平面図
9 (a), (b) and (c) are enlarged plan views showing three specific examples of a circular roller having a circular cross section having different diameters in the axial direction.

【図10】本発明の第3の実施例を示す断面図FIG. 10 is a sectional view showing a third embodiment of the present invention.

【図11】図10のIII−III線に沿う断面図11 is a cross-sectional view taken along the line III-III in FIG.

【符号の説明】[Explanation of symbols]

1 被減衰体 2 エラストマー 3 エラストマー 5 エラストマー 7 エラストマー 8 断面円形状コロ 9 断面円形状コロ 10 上部固定体 11 下部固定体 1 Attenuated body 2 Elastomer 3 Elastomer 5 Elastomer 7 Elastomer 8 Circular cross section roller 9 Circular cross section roller 10 Upper fixed body 11 Lower fixed body

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 被減衰体が振動入力により移動する際に
発生する運動エネルギーを消費させてそのエネルギー損
失でもって被減衰体の振動を吸収抑制する振動減衰装置
において、上部固定体と下部固定体との間に配置された
被減衰体を、その上下からエラストマーを介して断面円
形状コロで挟み込んだことを特徴とする振動減衰装置。
1. A vibration damping device, which consumes kinetic energy generated when a body to be damped moves due to vibration input and suppresses vibration of the body to be dampened by the energy loss, and an upper fixed body and a lower fixed body. A vibration damping device characterized in that a body to be damped disposed between and is sandwiched by rollers having a circular cross section from above and below via an elastomer.
【請求項2】 請求項1記載の断面円形コロを複数列に
並置し、そのすべてのコロが軸方向に沿って均一な径を
有することを特徴とする振動減衰装置。
2. A vibration damping device, wherein the rollers having circular cross sections according to claim 1 are juxtaposed in a plurality of rows, and all the rollers have a uniform diameter along the axial direction.
【請求項3】 請求項1記載の断面円形コロを複数列に
並置し、そのうちの一部のコロが軸方向に沿って部分的
に大小異なる径を有することを特徴とする振動減衰装
置。
3. A vibration damping device, wherein the rollers having circular cross-sections according to claim 1 are juxtaposed in a plurality of rows, and some of the rollers have different diameters along the axial direction.
JP3340714A 1991-06-14 1991-12-24 Vibration damping device Pending JPH0552238A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP3-143183 1991-06-14
JP14318391 1991-06-14

Publications (1)

Publication Number Publication Date
JPH0552238A true JPH0552238A (en) 1993-03-02

Family

ID=15332817

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3340714A Pending JPH0552238A (en) 1991-06-14 1991-12-24 Vibration damping device

Country Status (1)

Country Link
JP (1) JPH0552238A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11270187A (en) * 1998-03-19 1999-10-05 Maeda Corp Base isolation device
JPH11294536A (en) * 1998-04-14 1999-10-29 Daiwa House Ind Co Ltd Vibration damper
JP2000130500A (en) * 1998-10-26 2000-05-12 Okumura Corp Vibration suppressing device
JP2003028237A (en) * 2001-07-12 2003-01-29 Kobe Steel Ltd Vibration control damper device
JP2003287079A (en) * 2002-03-28 2003-10-10 Takenaka Komuten Co Ltd Negative rigid device and building structure using the same
JP2009047290A (en) * 2007-08-23 2009-03-05 Miwa Tec:Kk Omnidirectional vibration damper
JP2009144473A (en) * 2007-12-17 2009-07-02 Central Nippon Expressway Co Ltd Bridge damping device and viaduct
KR101386253B1 (en) * 2012-09-04 2014-04-17 한국전력공사 Seismic reinforcing device
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
JP2018091035A (en) * 2016-12-02 2018-06-14 大成建設株式会社 Attachment structure of building oil damper
CN108301526A (en) * 2018-03-30 2018-07-20 华中科技大学 A kind of rolling friction type damper based on ball bearing and high-damping rubber plate
CN112376976A (en) * 2020-11-30 2021-02-19 薛人芳 Shock insulation rubber column for high-rise building

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11270187A (en) * 1998-03-19 1999-10-05 Maeda Corp Base isolation device
JPH11294536A (en) * 1998-04-14 1999-10-29 Daiwa House Ind Co Ltd Vibration damper
JP2000130500A (en) * 1998-10-26 2000-05-12 Okumura Corp Vibration suppressing device
JP2003028237A (en) * 2001-07-12 2003-01-29 Kobe Steel Ltd Vibration control damper device
JP2003287079A (en) * 2002-03-28 2003-10-10 Takenaka Komuten Co Ltd Negative rigid device and building structure using the same
JP2009047290A (en) * 2007-08-23 2009-03-05 Miwa Tec:Kk Omnidirectional vibration damper
JP2009144473A (en) * 2007-12-17 2009-07-02 Central Nippon Expressway Co Ltd Bridge damping device and viaduct
KR101386253B1 (en) * 2012-09-04 2014-04-17 한국전력공사 Seismic reinforcing device
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
CN104314194B (en) * 2014-11-17 2016-05-25 长沙理工大学 A kind of building buffer structure and application thereof
JP2018091035A (en) * 2016-12-02 2018-06-14 大成建設株式会社 Attachment structure of building oil damper
CN108301526A (en) * 2018-03-30 2018-07-20 华中科技大学 A kind of rolling friction type damper based on ball bearing and high-damping rubber plate
CN112376976A (en) * 2020-11-30 2021-02-19 薛人芳 Shock insulation rubber column for high-rise building

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